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Which risk significantly increased when early aqueducts transitioned to high unsupported stone arches?

A)Erosion from increased water velocity
B)Cavitation damage in turbulent flows
C)Buckling due to compressive stress
D)Silting from reduced flow gradients

💡 Explanation

Compressive stress increased due to arch geometry; therefore, buckling failures became prominent because compressive forces were transferred through the stone rather than tension resisting offered by simpler, lower structures.

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